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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />A geotechnical investigation of the dam and foundation was conducted in July and <br />October of 1992 for collection of data to be used in this feasibility study. The <br />investigation consisted of drilling and sampling of four test holes, installation of four <br />standpipe piezometers, collection of self-potential (SP) geophysical data along five <br />transects and geotechnical laboratory testing of selected samples. The investigation <br />program is described in the February 4, 1993 WCCreport titled "Geotechnical <br />Investigation, Beaver ReselVoir Dam" (WCC, 1993). A copy of this report is included <br />in Appendix E for reference. <br /> <br />Inflows during the spring of 1993 were sufficient to fill the reselVoir and resulted in <br />releases through the emergency spillway on the right abutment during early June. The <br />temporary sinkhole caps installed the previous fall were inundated starting in May 1993 <br />and were expected to remain so until drawdown in August or September. Inspection <br />reports by representatives of the BRC lmd the Colorado Division of Water Resources <br />(PWR) indicate that the temporary caps are effectively reducing underseepage based <br />on visual assessments of seepage" cjuafltitie~, downstream of the dam. In addition, <br />"- <br />piezometric data in the dam foundation,'collecte~.by BRC and summarized by DWR, <br />indicates that the zone of saturation remains below the embankment/foundation contact. <br />The piezometric data and se~page obselVations are summarized in the August 2, 1993 <br />report by the DWR titled :'Follow-Up Inspection, Beaver ReselVoir" (CDWR, 1993). A <br />copy of this report is included in App~1]cdixF for reference. <br /> <br />, ", <br />1.2 FEASIBILITY STUDY OBJECTIvE <br /> <br />.---'---., <br /> <br />" . <br />The objective ,onhis fea.sibilitystudy is to develop a preferred remedial alternative for <br />mitigation .of the underseepage and sinkhole development at Beaver ReselVoir. <br />Successfu.! 'J-epair will result in reduction or elimination of storage restrictions thereby <br />increasing 'ihe,,9ulU!tity.ofwater stored llnd available for irrigation. <br /> <br />'" <br /> <br />23067/R 1.1 09-03-93(3: 18pm)/RPT <br /> <br />1-4 <br />